Magnetic Negative Stiffness Mechanism for Low-Frequency Vibration Isolation

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Existing quasi-zero stiffness vibration isolators face challenges in achieving a balance between vibration isolation bandwidth and bearing capacity, particularly in low-frequency applications, due to sensitivity to stiffness and load changes, and require adjustments to maintain optimal performance.

Innovation Solution

A negative stiffness generating mechanism with a compact structure, comprising an inner-ring magnet group, an outer-ring magnet group, and a supporting shaft, allows for adjustable negative stiffness through a negative stiffness adjusting device, ensuring the vibration isolator remains at an ideal balance position with dynamic stiffness close to zero.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Length of moving object

If the stiffness of the system is reduced to expand vibration isolation bandwidth, then the vibration isolation bandwidth is improved, but the bearing capacity is reduced

Engineering Contradiction:
Improvevibration isolation bandwidthVSAvoidbearing capacity
Core Design Contradiction:
Length of moving objectVSForce

Solution Approach 1:

The patent employs parameter changes by introducing a negative stiffness mechanism that can dynamically adjust the system's stiffness parameter. Through the adjustable negative stiffness mechanism, the system achieves low dynamic stiffness for vibration isolation while maintaining high static stiffness for bearing capacity, effectively resolving the contradiction between vibration isolation bandwidth and bearing capacity

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent uses a composite structure combining positive stiffness springs and negative stiffness mechanisms. This composite system allows the positive stiffness component to provide bearing capacity while the negative stiffness component reduces dynamic stiffness, achieving both high bearing capacity and wide vibration isolation bandwidth simultaneously

Inventive Principle:
Principle #40Composite materials

2Length of moving object

If the mass of the system is increased to expand vibration isolation bandwidth, then the vibration isolation bandwidth is improved, but the static deformation is increased

Engineering Contradiction:
Improvevibration isolation bandwidthVSAvoidstatic deformation
Core Design Contradiction:
Length of moving objectVSLength of stationary object

Solution Approach 1:

Instead of increasing mass to reduce natural frequency, the patent changes the stiffness parameter by introducing negative stiffness. This approach reduces dynamic stiffness to expand vibration isolation bandwidth while keeping the static deformation small because the negative stiffness mechanism only activates during dynamic vibration, not under static load

Inventive Principle:
Principle #35Parameter changes

3Force

If the stiffness of the system is increased to improve bearing capacity in limited space, then the bearing capacity is improved, but the inherent frequency is improved and the vibration isolation frequency band is reduced

Engineering Contradiction:
Improvebearing capacityVSAvoidvibration isolation frequency band
Core Design Contradiction:
ForceVSLength of moving object

Solution Approach 1:

The patent applies parameter changes by using an adjustable negative stiffness mechanism that can switch between different stiffness states. Under static conditions, the system maintains high stiffness for bearing capacity. During vibration, the negative stiffness mechanism activates to reduce dynamic stiffness, thereby expanding the vibration isolation frequency band while preserving bearing capacity

Inventive Principle:
Principle #35Parameter changes

4Force

If pre-compression horizontal spring type or buckling beam type negative stiffness mechanisms are used, then the negative stiffness is generated, but the transverse size is large

Engineering Contradiction:
Improvenegative stiffnessVSAvoidtransverse size
Core Design Contradiction:
ForceVSArea of stationary object

Solution Approach 1:

The patent applies the nesting principle by placing the negative stiffness mechanism inside the cylindrical space formed by the positive stiffness springs. The negative stiffness mechanism is nested within the same transverse footprint as the positive stiffness springs, achieving compact integration without increasing transverse size

Inventive Principle:
Principle #7Nested doll (Nesting)

Solution Approach 2:

The patent transitions from horizontal/transverse arrangement to vertical/axial arrangement. Instead of arranging negative stiffness elements perpendicular to the springs (which increases transverse size), the patent arranges them coaxially along the vertical axis, utilizing the axial dimension to achieve compact structure

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

5Area of stationary object

If permanent magnet type or electromagnetic type negative stiffness mechanisms are used, then the structure is compact and non-contact, but the negative stiffness magnitude is limited

Engineering Contradiction:
Improvestructure compactnessVSAvoidnegative stiffness magnitude
Core Design Contradiction:
Area of stationary objectVSForce

Solution Approach 1:

The patent merges multiple negative stiffness mechanisms (pre-compression springs, buckling beams, and magnetic components) into a unified system. This combination allows the mechanical components to provide large negative stiffness magnitude while the magnetic components provide non-contact force transmission and compact structure, achieving both large negative stiffness and compact design

Inventive Principle:
Principle #5Merging (Combining)

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The mechanism effectively adapts to variations in positive stiffness and load, maintaining the vibration isolator at an ideal balance position with dynamic stiffness near zero, thereby enhancing vibration isolation performance and robustness.

Implementation Method 1

Force conduction is carried out through magnetic field interaction, and the structure belongs to a non-contact negative stiffness structure

Methodology Applied
Scientific EffectMagnetic field interaction: Magnetic Field

Implementation Method 2

The upper movable magnetic ring and the lower movable magnetic ring are symmetrically arranged relative to the center of the axial height of the inner fixed magnetic ring

Methodology Applied
Scientific EffectMagnetic force: Force

Data Source

PatentUS12203526B2Negative stiffness generating mechanism and quasi-zero stiffness vibration isolator
Publication Date: 2025.01.21 CHONGQING UNIV
  • US12203526B2 patent drawing
  • US12203526B2 patent drawing
  • US12203526B2 patent drawing

AI summary

A negative stiffness generating mechanism and a quasi-zero stiffness vibration isolator are provided. A housing is mounted on a base, and the axial relative positions of the housing and the base can be adjusted; a negative stiffness unit comprises inner-ring magnets, outer-ring magnets and a supporting shaft, the supporting shaft axially slides on the base and passes through the housing, the inner-ring magnets fixedly sleeve the supporting shaft, and the outer-ring magnets sleeve outside the inner-ring magnets and are divided into upper and lower groups of outer-ring magnets; the upper and lower groups of outer-ring magnets can synchronously move through a negative stiffness adjusting device; and the axial relative positions of the middle planes of the outer-ring and inner-ring magnets can be adjusted by adjusting the axial relative positions of the housing and the base. The isolator comprises a negative stiffness generating mechanism and a positive stiffness unit.